A case study: settlement response of the historic Hoca Pasha Mosque to a deep circular shaft excavation

Deniz Dalgiç; Max Hendriks; Wout Broere; Alper Ilki

A case study: settlement response of the historic Hoca Pasha Mosque to a deep circular shaft excavation

Deniz Dalgiç, Max Hendriks, Wout Broere, Alper Ilki

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

Abstract

This paper presents a finite element simulation of the response of the historic
Hoca Pasha Mosque in Istanbul to ground settlements stemming from a neighboring shaft excavation. The focus is on the behavior of major existing cracks. A linear elastic material model is adopted for the masonry walls. The settlement analyses are performed considering possible free–field ground settlement profiles. The openings and closings of the existing
cracks are tracked by means of interface elements. The results show that settlement response of the mosque was more sensitive to the curvature of the chosen settlement profile rather than to the mechanical properties of the structure. Furthermore, for the considered settlement scenarios, the effect of the existing cracks is negligible on the overall response.

Original language	English
Title of host publication	EURO:TUN 2017 Proceedings of the IV International Conference on Computational Methods in Tunneling and Subsurface Engineering
Editors	Günter Hofstetter , Konrad Bergmeister, Günther Meschke, Helmut Schweiger
Number of pages	9
Publication status	Published - 2017
Event	EURO:TUN 2017: 4th International Conference on Computational Methods in Tunneling and Subsurface Engineering - Innsbruck, Austria Duration: 18 Apr 2017 → 20 Apr 2017 Conference number: 4 http://www.eurotun2017.com

Conference

Conference	EURO:TUN 2017: 4th International Conference on Computational Methods in Tunneling and Subsurface Engineering
Abbreviated title	EURO:TUN 2017
Country/Territory	Austria
City	Innsbruck
Period	18/04/17 → 20/04/17
Internet address	http://www.eurotun2017.com

Country (case study)

Turkey

Cite this

Dalgiç, Deniz ; Hendriks, Max ; Broere, Wout et al. / A case study: settlement response of the historic Hoca Pasha Mosque to a deep circular shaft excavation. EURO:TUN 2017 Proceedings of the IV International Conference on Computational Methods in Tunneling and Subsurface Engineering. editor / Günter Hofstetter ; Konrad Bergmeister ; Günther Meschke ; Helmut Schweiger. 2017.

@inproceedings{1757d5fa006d4e3193c2bc1c73884554,

title = "A case study: settlement response of the historic Hoca Pasha Mosque to a deep circular shaft excavation",

abstract = "This paper presents a finite element simulation of the response of the historicHoca Pasha Mosque in Istanbul to ground settlements stemming from a neighboring shaft excavation. The focus is on the behavior of major existing cracks. A linear elastic material model is adopted for the masonry walls. The settlement analyses are performed considering possible free–field ground settlement profiles. The openings and closings of the existingcracks are tracked by means of interface elements. The results show that settlement response of the mosque was more sensitive to the curvature of the chosen settlement profile rather than to the mechanical properties of the structure. Furthermore, for the considered settlement scenarios, the effect of the existing cracks is negligible on the overall response.",

author = "Deniz Dalgi{\c c} and Max Hendriks and Wout Broere and Alper Ilki",

year = "2017",

language = "English",

isbn = "978-3903030350",

editor = "{Hofstetter }, G{\"u}nter and Konrad Bergmeister and G{\"u}nther Meschke and Helmut Schweiger",

booktitle = "EURO:TUN 2017 Proceedings of the IV International Conference on Computational Methods in Tunneling and Subsurface Engineering",

note = "EURO:TUN 2017: 4th International Conference on Computational Methods in Tunneling and Subsurface Engineering, EURO:TUN 2017 ; Conference date: 18-04-2017 Through 20-04-2017",

url = "http://www.eurotun2017.com",

}

Dalgiç, D, Hendriks, M , Broere, W & Ilki, A 2017, A case study: settlement response of the historic Hoca Pasha Mosque to a deep circular shaft excavation. in G Hofstetter , K Bergmeister, G Meschke & H Schweiger (eds), EURO:TUN 2017 Proceedings of the IV International Conference on Computational Methods in Tunneling and Subsurface Engineering. EURO:TUN 2017: 4th International Conference on Computational Methods in Tunneling and Subsurface Engineering, Innsbruck, Austria, 18/04/17.

A case study: settlement response of the historic Hoca Pasha Mosque to a deep circular shaft excavation. / Dalgiç, Deniz; Hendriks, Max ; Broere, Wout et al.
EURO:TUN 2017 Proceedings of the IV International Conference on Computational Methods in Tunneling and Subsurface Engineering. ed. / Günter Hofstetter ; Konrad Bergmeister; Günther Meschke; Helmut Schweiger. 2017.

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

TY - GEN

T1 - A case study: settlement response of the historic Hoca Pasha Mosque to a deep circular shaft excavation

AU - Dalgiç, Deniz

AU - Hendriks, Max

AU - Broere, Wout

AU - Ilki, Alper

N1 - Conference code: 4

PY - 2017

Y1 - 2017

N2 - This paper presents a finite element simulation of the response of the historicHoca Pasha Mosque in Istanbul to ground settlements stemming from a neighboring shaft excavation. The focus is on the behavior of major existing cracks. A linear elastic material model is adopted for the masonry walls. The settlement analyses are performed considering possible free–field ground settlement profiles. The openings and closings of the existingcracks are tracked by means of interface elements. The results show that settlement response of the mosque was more sensitive to the curvature of the chosen settlement profile rather than to the mechanical properties of the structure. Furthermore, for the considered settlement scenarios, the effect of the existing cracks is negligible on the overall response.

AB - This paper presents a finite element simulation of the response of the historicHoca Pasha Mosque in Istanbul to ground settlements stemming from a neighboring shaft excavation. The focus is on the behavior of major existing cracks. A linear elastic material model is adopted for the masonry walls. The settlement analyses are performed considering possible free–field ground settlement profiles. The openings and closings of the existingcracks are tracked by means of interface elements. The results show that settlement response of the mosque was more sensitive to the curvature of the chosen settlement profile rather than to the mechanical properties of the structure. Furthermore, for the considered settlement scenarios, the effect of the existing cracks is negligible on the overall response.

M3 - Conference contribution

SN - 978-3903030350

BT - EURO:TUN 2017 Proceedings of the IV International Conference on Computational Methods in Tunneling and Subsurface Engineering

A2 - Hofstetter , Günter

A2 - Bergmeister, Konrad

A2 - Meschke, Günther

A2 - Schweiger, Helmut

T2 - EURO:TUN 2017: 4th International Conference on Computational Methods in Tunneling and Subsurface Engineering

Y2 - 18 April 2017 through 20 April 2017

ER -

A case study: settlement response of the historic Hoca Pasha Mosque to a deep circular shaft excavation

Abstract

Conference

Country (case study)

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